Chicago : Engineering and Contracting Pub. Co. · leaf 526
ly not sate to assume that there will be nohydrostatic pressure from beneath, ami yet itwould probably be further from the truth to.issiime tb.it the pressure existed over the entire base November 15, 1911. ENGINEERING & CONTRACTING 511 The illustrations show a number of land andriver lock… … 1515g Ft Land Wall Fig. 2—Section of Chamber Walls, Monon-gahela River, Lock No. 8. The overturning moment divided b- theweight will give the distance of the point ofintersection of the line of resultant pressurewith the base, called the center of pressure,from the center of gravity. This distance…
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